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Vibration Behavior of Foam-Based Laminated Sandwich Beams Using a Modified Layerwise Theory Saman Momeni1,a, Abolghassem Zabihollah2,b* 1,2Department of Mechanical, Environmental, and Civil Engineering, Tarleton State University, Stephenville, TX, USA bazabihollah@tarleton.edu, asaman_m383@yahoo.com Keywords: Sandwich beam, laminated, foam, layerwise, vibration, impulse.
Acknowledgements The authors wish to acknowledge the support provided by the Mayfield College of Engineering and the Departments of Mechanical, Environmental, and Civil Engineering at Tarleton State University, USA.

(2) The engineering geological characteristics and deformation characteristics of 2nd section This bank slope is soil bank.
(4) The engineering geological characteristics and deformation characteristics of 4th section This bank slope is soil bank.
Two solutions are mature engineering structure, can achieve the purpose of cure and no hidden dangers
Acknowledgements This work was funded by National and local joint engineering laboratory of traffic Civil Engineering Materials of Chongqing Jiao tong University (No.
Chinese Journal of Rock Mechanics and Engineering, 2011, 3(30)

Since almost all Uighur building or civil engineering structures brick , so Uighur decorative craft from design to construction is still followed by folk artists apprenticeship , mouth and heart of the way the grant .
First Author: Li Guang, male, born in 1956, Xinjiang Construction Vocational and Technical Institute of Architectural Engineering, associate professor, engaged in civil engineering work of teaching, E-mail: xjlg5677@163.com Tel: 13139885677 Funded projects: Xinjiang university research program focused on scientific research projects XJEDU2009I47 "Xinjiang Uygur decoration technology research" project, References [1] Shi Miaochun, Uighur patterns carved plaster art research building: Art Theory. 2009.10 [2] Xu Ying, Islamic Art Deco aesthetic characteristics of three questions: Northwest Nationalities University (Philosophy and Social Sciences). 2005.02 [3] Huang Zhangming, Reasons on Islamic decorative style: Shaoxing University. 2005.06 [4]Wei Kaixuan, Research decorative craft Xinjiang Uygur fight brick building: Art and Exploration. 2009.12

Verification of the Effect of Concrete Overlay for Strengthening Flat Slabs against Punching ČEREŠ Daniel1,a*, GAJDOŠOVÁ Katarína2,b 1Faculty of Civil Engineering, Slovak University of Technology in Bratislava, Radlinskeho 11, 810 05 Bratislava, Slovakia 2Faculty of Civil Engineering, Slovak University of Technology in Bratislava, Radlinskeho 11, 810 05 Bratislava, Slovakia adaniel.ceres@stuba.sk, bkatarina.gajdosova@stuba.sk Keywords: punching shear, flat slab, reinforced concrete overlay, strengthening Abstract.
Ramos, Strengthening of RC slabs with reinforced concrete overlay on the tensile face, In Engineering Structures vol.132 (2017) 540-550, Portugal, Universidade NOVA de Lisboa [2] Eurocode 2, Design of Concrete Structures - Part 1-1: General Rules and Rules for Buildings

Trends in the Use of Cement Bypass Dusts for their Application in Construction Eva Terpáková1,a,*, Nadežda Števulová1,b 1Institute of Environmental Engineering, Faculty of Civil Engineering, Technical University of Košice, Vysokoškolská 4,042 00 Košice, Slovakia a,*eva.terpakova@tuke.sk, bnadezda.stevulova@tuke.sk Keywords: cement bypass dust, composites, waste, sustainability in building.
Summary The composite properties on the base of different type of ashes and bypass cement dust as reuse of waste materials were verified in accordance with current trends in sustainable civil engineering.

Experimental Study on Deep Four-Pile Caps with Different Reinforcement Layouts Based on 3D Strut-and-Tie Analogy Qian Gu1, a , Chengfang Sun2, b and Shaomin Peng1, c 1 School of Civil Engineering & Architecture, Wuhan University of Technology, Wuhan 430070, China 2 City College, Dongguan University of Technology, Dongguan 523106, China a guqian1127@hotmail.com, b sunchengfang@263.net, cprofpeng@163.com Keywords: Deep pile cap; strut-and-tie; longitudinal reinforcement; bearing capacity; shear; punching.
In engineering, these pile caps whose clear span to effective depth ratio is not more than 1.0 are conventionally defined as deep pile cap [1].
Canadian Journal of Civil Engineering, Vol.31, No.1 (2004), p. 1123-1126

College of Environmental Science and Engineering, Dalian Maritime University, Dalian, 116025, China 2.
College of Chemistry and Environmental Engineering, Dalian University, Dalian, 116622, China afurther2002@163.com Key Words: Strategic Environmental Assessment (SEA); evaluation index; seaboard city Abstract: In order to ensure sustainable development of seaboard city, it needs to pay more attention to Strategic Environmental Assessment.
sea water directly utilized (m3) (4)The amount of desalinated sea water (m3) (5)Annual water consumption (hundred million m3/a) (6)The proportion of groundwater consumption in the total water consumption (%) (7)Reclaimed water recycling rate (%) (8)Water consumption per unit GDP (m3/10000 Yuan) Coastline Resources (1)Utilized length of coastline (km) (2)Overall length of coastline (km) (3)Length of man-made coastline (km) (4)Coastline length per capita (km) (5)Vulnerability of coastline (6)Stability of coastline Energy (1)Fossil fuel consumption (t) (2)Utilization efficiency of fossil fuel (%) (3)The ratio of clean energy such as natural gas, petroleum, coal slurry in the total primary energy consumption (%) (4)The ratio of electric power in terminal energy consumption(%) (5)Secondary energy consumption structure (%) (6)The ratio of renewable and clean energy accounted for the total energy consumption(%) (7)Terminal energy consumption structure (%) (8)The ratio of civil
clean energy (%) (9)The energy consumption per unit GDP (tce/104yuan) (10)Industrial added value of energy consumption (tce/104yuan) (11)Energy consumption elasticity coefficient (12)Civil energy consumption per capita (tce/per capita.a) (13)Comprehensive energy consumption of unit transportation volume (tce/per 104people·km) Social and Economic Conditions.
Safety and Environmental Engineering,2001,8(3):12-15.

Steel core in composite steel-concrete columns Juraj Frólo1, a * and Štefan Gramblička 2,b 1 Slovak University of Technology in Bratislava, Faculty of Civil Engineering, Department of Concrete Structures and Bridges, Radlinského 11, 810 05 Bratislava, Slovak Republic 2 Slovak University of Technology in Bratislava, Faculty of Civil Engineering, Department of Concrete Structures and Bridges, Radlinského 11, 810 05 Bratislava, Slovak Republic ajuraj.frolo@stuba.sk, bstefan.gramblicka@stuba.sk Keywords: steel core, composite columns, experimental research Abstract.
Second is simplified method, which is popular among engineers.

Recycled tire crumb rubber applied to modify bitumen may be the best way to reduce waste tires in large quantities and, at the same time, improve some engineering properties of bitumen [2].
International Journal of Civil, Structural, Environmental and Infrastructure Engineering Research and Development. 5(3) (2015) 57–64
[2] Oikonomou N, Mavridou S. 9–The use of waste tyre crumb rubber in civil engineering works [J].

A Numerical Approach for the Simulation of Cementitious Materials Weiguo Yang 1 Yaofeng Wang 1 Z.Q.Guo2 1School of Civil Engineering, Beijing Jiaotong University, Beijing, China, 100044 2Faculty of Civil Engineering and Geosciences, Delft University of technology, Stevinweg 1, 2628 CN Delft, The Netherlands aywg2000@gmail.com, b09121587@bjtu.edu.cn, cz.guo@tudelft.
Materials Science and Engineering, 1984; 68: 239-248